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008			121095t1979 th uu m rtt 00| a1eng d
035			_a.b1012911x
099		9	_aAIT Thesis no. GT-78-09
100	0		_aChukiat Phota-yanuvat
245	1	0	_aCarrying capacity of driven piles in Bangkok subsoils
260			_aBangkok : _bAsian Institute of Technology, _c1979
300			_a332 p.
490	1		_aThesis ; _vno. GT-78-09
500			_aA thesis submitted in partial fulfillment of the requirements for degree of Master of Engineering, School of Engineering and Technology
502			_aThesis (M.Eng.) - Asian Institute of Technology, 1979
520			_aThis thesis deal with (1) predictions of ultimate carrying capacity of piles driven in Bangkok subsoils (2) comparisons of cone resistance, driving resistance and measured ultimate pile loads and (3) the prediction of pore pressures during pile driving. The results showed that 'Total stress method' ,'Effective stress method' and Dutch cone tests gave a good estimation of the ultimate load of long pile driven into Bangkok subsoils. CHIN's method overestimated the ultimate loads. Driving formulae seemed to under predict the ultimate loads and had to be corrected before applying to Bangkok area. Good correlations were obtained among cone resistance, driving resistance and measured ultimate loads. The theory of an expanding cavity seemed to under predict the excess pore pressures generated by a single pile, particularly at deeper levels. Of the methods available for the prediction of ultimate pile loads, the analysis based on Dutch cone tests data appeared to offer great advantages over all the others, and predictions based on the results from their tests were consistently good.
650		0	_aPiling (Civil engineering)
700	1		_aBalasubramaniam, A.S., _eChairperson
700	1		_aBrenner, R.P., _eExamination Committee
700	1		_aAkagi, T., _eExamination Committee
700	1		_aHolmberg, S., _eExamination Committee
710	2		_aGovernment of Australia, _eScholarship Donor
810	2		_aAsian Institute of Technology. _tThesis ; _vno. GT-78-09
856			_3Full-Text _uhttp://203.159.5.9/ait-thesis/detail.php?q=B21883
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